结构动力分析中的三维动画显示技术

本文论述了在微机上实现动态图形显示的设计原理及各类变换技术,开发了与结构分析程序SAP80接口的振动模态显示系统ASA2.0（汉化版）。该系统具有分辨率高、占用内存小、运行速度快、动态显示逼真、交互式全汉语菜单提示等一系列特点。     

ORGANIZATIONAL LEARNING AND VENDOR SUPPORT QUALITY BY THE USAGE OF APPLICATION SOFTWARE PACKAGES： A STUDY OF ASIAN ENTREPRENEURS

In this paper we study how organizational learning impacts organizational behavior, and howvendor support quality enhances product adoption and usage behavior.These constructs were verifiedusing Application Software Packages(ASP)-a prewritten, precoded, commercially available set ofprograms that eliminates the need for individuals or organizations to write their own softwareprograms for certain functions. The relationship between ASP usage, usage outcomes and useprocesses were also investigated. Two hundred and ninety-five Chinese, Indian, and Malayentrepreneurships were studied. It was found that usage outcome strongly determines usage, while useprocess has only an indirect relationship (via outcome) on usage. The impact of organizational learningand vendor service quality on usage, usage outcome, and use process were robust. Theoretical andpractical implications of the research are discussed.     

上海地区汉族人单胺氧化酶基因微卫星DNA多态性研究

应用扩增片段长度多态性技术,分析单胺氧化酶基因的ＭＡＯＡ（ＣＡ）。力ＭＡＯＢＩ（ＧＴ）ｎ２个基因座的微卫星ＤＮＡ多态性。在２４６名（男性１２２人,女性１２４人）无血缘关系上海地区汉族人中检出ＭＡＯＡ（ＣＡ）ｎ基因座８－种等位基因（１１０－１２４ｂｐ）和１９种基因型。     

设置阻尼支撑对钢管混凝土拱桥纵桥向减震效果的分析

以主跨为85 m的无推力靠背式下承拱桥为研究对象,旨在供大跨度钢管混凝土拱桥采用消能减震技术进行抗震设计提供参考.在分析动力特性的基础上进行不同强度纵桥向地震荷载作用下的地震反应分析;然后采用消能减震技术在不同部位设置阻尼支撑,并进行相应的地震反应时程分析,确定阻尼支撑的合理设置形式,比较阻尼支撑设置前后的位移、加速度响应时程,探讨阻尼支撑对钢管混凝土拱桥减震效果.研究成果表明,在钢管混凝土拱桥的拱圈与桥面主梁间设置与桥面系成约45°的阻尼支撑有较好的减震效果,能降低位移响应峰值约30%,同时能够降低结构的内力(尤其是弯矩).故可通过消能技术使钢管混凝土拱桥在地震荷载作用下有效控制位移和内力,并使内力分布均匀化,降低拱圈失稳发生的可能性.     

Numerical surface characterization of wear debris from artificial joints using atomic force microscopy

Study on surface features of wear particles generated in wear process provides an insight into the progress of material failure of artificial joints. It is very important to quantify the surface features of wear particles in three dimensions. In this study, a new approach using atomic force microscopy was proposed to carry out 3D numerical surface characterization of wear debris generated from artificial joints. Atomic force microscopy combined with image processing techniques was used to acquire appropriate 3D images of wear debris. Computerized image analysis techniques were then used to quantify surface texture features of wear debris such as surface roughness parameters and surface texture index. The method developed from the present study was found to be feasible to quantity the surface characterization of nanoand micro-sized wear debris generated from artificial joints.     

高取代度木聚糖衍生物的理化性质

以从麦草中分离得到的木聚糖为原料、丙烯酰胺为醚化剂、碱为催化剂、丁醇/水为反应介质制备了带有高取代度双官能团的木聚糖衍生物.采用13C核磁共振表征了木聚糖衍生物的结构.利用平行板流变仪和同步热分析仪对木聚糖衍生物与原木聚糖的动态流变性能和热稳定性进行测试,结果表明:与原木聚糖溶液相比,木聚糖衍生物溶液呈现较低的粘度,剪...     

退火温度对ZnO薄膜晶体管电特性的影响

针对非晶硅和有机薄膜晶体管的低迁移率问题,以高纯Zn为靶材,反应磁控溅射沉积、且在不同温度下退火的ZnO薄膜作为半导体活性层,成功地制备出基于ZnO材料的薄膜晶体管(ZnO-TFT),研究了退火温度对ZnO -TFT电特性的影响.结果表明:ZnO- TFT的载流子迁移率随退火温度的升高而明显增大,700℃退火的样品迁移...     

地铁站深基坑桩撑支护开挖变形

以济南地铁邢村站基坑开挖支护为工程依托,通过理论分析、数值模拟和监控测量相结合的方法,首先在理论方面阐明基坑变形的理论依据,然后利用有限元软件ABAQUS对邢村站基坑开挖的全过程进行了模拟,并结合现场的监测结果,对基坑开挖过程中围护结构的水平与竖向位移和基坑周边的地表沉降以及支撑结构的轴力变化进行了分析。研究结果表明：随着基坑的开挖,基坑顶部呈现出逐渐向坑内运动的趋势,并且随着开挖过程中支撑结构的施加,围护结构整体呈现出向坑内变形的“弓”形分布,在支撑施加的部位,变形明显减小;由于基坑开挖土体的卸荷,围护结构出现隆起变形;地表沉降曲线呈现“U”形分布,并且随着基坑开挖深度的逐渐增加,地表沉降最大值逐渐增大,基坑开挖的影响范围基本在0～20 m内;各道支撑的轴力呈现出逐渐增加的趋势,下部的支撑发挥作用的效应更明显,并且下部支撑轴力大于上部支撑的轴力。     

大法坪砂石料场爆破总结分析

从爆破设计、爆破安全技术及预防和成本控制等3方面对龙滩水电站大法坪砂石料场高程爆破进行了分析。目的是为了优化爆破参数，满足系统生产对爆破效果和粒径级配的要求。保证爆破安全以及文明施工，同时降低成本。     

三维应力作用下煤体瓦斯渗透规律实验研究

论述三维应力作用下煤体瓦斯渗透规律的实验设备与方法。介绍了阳泉３＃煤层、永红煤矿３＃煤层的试验结论。得出了煤体瓦斯渗透系数随体积应力增加而衰减，随孔隙压呈抛物线型变化。定义抛物线的极值点为临界压力。结论对研究煤矿瓦斯抽放与瓦斯突出有着十分重要的意义